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Home My WebLink AboutMFP25003856.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25003856 IVR Number: 25003856 Permit Information Permit Name: Puget Sound Energy - Electric 101164583- MAP-13 REPL 9 POLESAddress/Location:07/31/2025Application Date:2323059020Parcel Number: 15227 PINE DR Permit Type:08/14/2025Issue Date:Franchise Permit Work Class:08/14/2026Expiration Date:Major Utility Job Number: 101164583Franchise Type:Electric Description: Puget Sound Energy Electric Pole replacement for 3 poles. P01 parcel 2323059020 P05 parcel 1463400050 P06 parcel 1463400045 Also to include tree trimming. No HS disturbance anticipated. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX Permits Central 355 110th Ave NE Bellevue, WA 98004 B: (425) 620-6742 H: (425) 620-6742 C: (425) 620-6742 Contact Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08 Bellevue, WA 98009 B: (888) 225-5773Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1.Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Potelco, Inc 6905 S 228th St Kent, WA 98466 Please See Attached Katie Zimmerman 7/31/2025 101164583-MAP-13 REPL 9 POLES 15227 PINE DR Echo Good (253) 325-1522 MFP25003856 Monday Friday 3:00pm Scott Warlick CED 8/14/2025 9:00am Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL •Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. •Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. •Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. •Applicant must comply with all conditions of the application. •The City shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. •In the event any claim or suit is brought against City within the scope of this application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. •No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. •Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. •Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. •Applicant must have the approved TCP prior to commencing the work. •Approved TCP must be at the work site during work hours. •Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. •Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. •At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. •When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. •Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 2/25/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. •Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. •Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. •Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH •Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the vehicle detection. •Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. •Applicant shall call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five (5) working days (excluding weekends and holidays) prior to starting any work. •Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES •Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. •Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. •If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) •Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES •All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). •Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than five (5) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 2/25/2025 •Road closure notice messages must include at least the following: ROAD WILL BE CLOSED MONTH/DAY – MONTH/DAY _AM - _PM •Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. •Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS •Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION •Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING •Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. •Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. •Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK •Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8)for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. •City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 2/25/2025 •Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. •Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. •The following configurations may require night work: Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur. Work at traffic signals that requires shifting two directions of traffic into left turn pockets. Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection. Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. •If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT •TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. •Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. •TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. •TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of: Map(s) showing the location of the project and work area. All fonts shall be legible and a minimum 10-point font size. All symbols of viewing or printing shall be clear and contrasting. All streets shall be labeled, and layout must include a north arrow and scale. Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc. Show locations where the standard traffic control plans are applied. CEDAR RIVER TRAIL149TH A V E S E MAPLE VALLEY HWY12 12 12 12 12 12P01S/W CLOSE DR9-9S/WCLOSEDR9-9W20-1ROADWORKAHEADW21-5SHOULDERWORKX'≥X'≥X'≥RIGHT LANECLOSEDAHEADW20-5R1212121212121012W20-1ROAD WORK AHEAD W20-1 ROADWORKAHEADW20-1ROADWORKAHEADNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com1 OF 615227 Pine Dr, Renton, WA0 11921209 06/18/2025Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP POLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425MFP25003856 P05 156TH AVE SE14 19 SE 6TH ST SE 77TH PL STOP W20-1 ROADWORKAHEAD1313W20-1ROAD WORK AHEAD CENTER LANE CLOSEDAHEAD W9-3X'≥X'≥X'≥W20-7ASTOP W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4 X'≥X'≥X'≥ W20-7AW20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RX'≥X'≥X'≥W20-7A12 12 1313CONETOPPERCONETOPPER S/W CLOSEDR9-9S/WCLOSEDR9-9STOP RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 2 OF 615227 Pine Dr, Renton, WA 0 11921209 06/18/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Bellevue standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 MFP25003856 1212 P06 STOP W20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP 11 11 156TH AVE SESE 2ND PL RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 3 OF 615227 Pine Dr, Renton, WA 0 11921209 06/18/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Bellevue standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MFP25003856 P07 156TH AVE SESE 2ND PL 1212 W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7A1515W20-1ROADWORKAHEADLEFT LANECLOSEDAHEADW20-5LX'≥X'≥X'≥W20-7A12 12 KEEPR4-7BRIGHTKEEPR4-7BRIGHTW20-1ROADWORKAHEADLEFT LANECLOSEDAHEADW20-5L X'≥X'≥X'≥ W20-7A 1212STOP W20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEADX'≥X'≥X'≥W20-7ASTOP STOP STOP RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 4 OF 615227 Pine Dr, Renton, WA 0 11921209 06/18/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Bellevue standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MFP25003856 P08 156TH AVE SENE 1ST ST W20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A 1313W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7A11 11 W20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEADX'≥X'≥X'≥W20-7ASTOP STOP STOP 12 12 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 5 OF 615227 Pine Dr, Renton, WA 0 11921209 06/18/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Bellevue standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MFP25003856 P09156TH AVE SESE 128TH ST STOP STOP W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7A11 11 11 11 FLAGGER PRIORITIZE RENTON REGIONAL FIRE AUTHORITY STATION 16 IN THE EVENT OF AN EMERGENCY Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 6 OF 615227 Pine Dr, Renton, WA 0 11921209 06/18/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Bellevue standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MFP25003856 Coordinate with the fire department for this work to ensure their emergency vehicles can access the ROW in the event of an emergency Owner / Developer Contact Info officeATTN: PSE - - KELLY ULICNY 425-429-0949 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) FOREMAN (CHECK BOX WHEN COMPLETED) PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Field Changes RED-LINED on As-built. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Foreman's Signature _______________________________________________ Print Name ___________________________________ Date ______________ Material VERIFIED and CHANGES noted on Paperwork. Total PRIMARY Cable noted on As-built. Company ID#'s RECORDED in correct location on As-built. Deviations noted on the As-built and their reason. I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. PHONE CABLE TV 11921212 101164583 N/A 593254051 N/A 594157214 N/A 583075043 N/A N/A N/A 108150589 PROJECT PHASE PWR NOTIF#ORDER# Superior OH Misc Expense UG Misc Expense OH Xfmr Expense UG Xfmr Expense Removal DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP E. GOOD 253-325-1522 2/10/25 J. MEADOWS 832-482-5787 2/10/25 ... H. MORENO 703-623-8662 2/10/25 N/A SEE LIST MAP-13 REPL 9 POLES DISTRIBUTION POLE REPLACEMENT 15227 PINE DR, RENTON, WA 98058 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164583 AS NOTED 1 OF 4 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST MAP-13 SEE LIST . . . . . . . . . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:ECHO GOOD 253-325-1522 ECHO.GOOD@PSE.COM ... ... ...101164583MAP-13 REPL 9 POLES DISTRIBUTION POLE REPLACEMENT ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. OVERHEAD CIRCUIT MAP 1 (P01-P05) SCALE: 6" = 1 MILE General -Return removed materials to the local storeroom or PSE storeroom. OVERHEAD CONSTRUCTION Poles & Structures - Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the roadside face of the pole. - All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. - Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. - Install grid numbers on all new and existing poles as shown on sketch. - Straighten existing poles as indicated or as necessary. - Treat all field-drilled poles with copper napthenate wood preservative. - Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore area similar to adjacent landscaping. Conductors & Equipment -Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. -Transfer existing transformers to new poles unless otherwise indicated on this sketch. -Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. -For 12kV construction, always install avian protection with 4/0 Cu covered jumpers and #4 SD aluminum-covered tie-wire (MID 8454500), For 34 kV construction, use bare wire primary jumpers with preformed helical grip ties. -Apply avian protection devices when required per Standard 6015.2000. -Apply grit inhibitor on all Ampact, stirrup, and dead-end connections. -Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing. -All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. -Use Load-interrupter cutouts (with arc shields) on all primary overhead and underground taps with fused protection above 40T. - Install Wildlife Protectors on all transformers. UNDERGROUND CONSTRUCTION Excavation -Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for primary conductors and 24” of cover for secondary conductors. -Road crossings and all trenches within the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for all conductors or as required by the permitting Agency. -All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand cover. -No rocks larger than 6” shall be included in backfill. -Backfill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. -Restore all excavated areas to original condition. LEGEND CONDUIT RISER OVERHEAD TRANSFORMER JUNCTION VAULT/JUNCTION BOX NEW CONDUCTOR AND OR TRENCH LINE DISCONNECT - FUSED PULL VAULT OR SPLICE VAULT EXISTING POLE DOWN GUY DISCONNECT - UNFUSED NEW POLE PADMOUNT TRANSFORMER SECONDARY HANDHOLE EXISTING CONDUCTOR TO BE REMOVED OR ABANDONED STREET LIGHT TOTAL UNDERGROUND TRANSFORMER ENERGY CUSTOMER DEMAND POINT OR OR OR OVERHEAD JUMPER CONNECTION UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites Vicinity Map N.T.S. Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic CONDUIT RISER PLACEMENT DETAIL TOP VIEW NOT TO SCALE OVERHEAD CIRCUIT MAP 2 (P06-P10) SCALE: 6" = 1 MILE N SITE 1 SITES 2 - 3 SITES 4 - 5 SITES 6 - 9 No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" NoYes"Vegetation Management Required" NoYes"Joint Trench Coordination Required" N/A 108165183UG SVC Removal RENTON MAPLE VLY RD156TH AVE SE156TH PL SESE 128TH ST 1/4 SECTIONS SE22-T23N-R05E SW24-T23N-R05E SE23-T23N-R05E NE23-T23N-R05E SE14-T23N-R05E NE14-T23N-R05E OH CKT MAPS 2305E088 2306E076 UG CKT MAPS 2305E088 2305E095 2305E092 2305E089 2305E055 2305E054 2305E053 U-MAPS 2305E088 2305E095 2305E092 2305E089 2305E055 2305E054 2305E053 JOINT FACILITIES ARRANGEMENTS WAVE BROADBAND DBA ASTOUND MCI METRO ACCESS TRANSMISSION SERVI COMCAST ZAYO FORMERLY INTEGRA TELECOM/ELI CENTURYLINK/QWEST VERIZON BUSINESS/MCI CELLNET 425-373-9230 EXT 3 PERMITS P01-P07 KING P08-P09 RENTON CITY MFP25003856 This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR 15kVA 120/240V DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP E. GOOD 253-325-1522 2/10/25 J. MEADOWS 832-482-5787 2/10/25 ... H. MORENO 703-623-8662 2/10/25 N/A SEE LIST MAP-13 REPL 9 POLES DISTRIBUTION POLE REPLACEMENT 15227 PINE DR, RENTON, WA 98058 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164583 AS NOTED 2 OF 4 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST MAP-13 SEE LIST . . . . . . . . . . . ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101164583 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P01 317273-167616 45 1 1987 P02 317145-168167 25 6 1962 P03 317129-168142 40 3 1960 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P01 317273-167616 45 H2 P02 317145-168167 35 3 P03 317129-168142 45 3 SITE PLAN 2 1" = 50' P02: 317145-168167 GRID # MISSING IN FIELD -EX 25' CL 6, 1962 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -INST (4) RIGID CLEVISES (INDNRC) 6015.1000 -TRANSFER (3) OH TPX SEC'S -TRANSFER OH TPX SVC -PULL POLE BUTT & DISPOSE P03: 317129-168142 -EX 40' CL 3, 1960 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -DEEP SET +2' DUE TO SLOPE -INST (3) POLE FIRE PROTECTION WRAPS (9999237) 1025.1910 -INST 2Ø DE #4ACSR (DE2215) 6032.1040 -ROLL NEUT TO COMMON POSITION -TRANSFER 2Ø #4ACSR PRI & NEUT (N) -RM EX RUSTY 1x37.5kVA & 1x10kVA 120/240V XFMR & C/O'S -INST 37.5kVA & 15kVA 120/240V OPEN WYE OPEN DELTA XFMR BANK 6315.0215 (FIG.10A) -INST DBL BUSHING 37.5kVA XFMR (6212250) -INST DBL BUSHING 15kVA XFMR (6212150) -INST L/B C/O (DLS115L) 6022.1000; FUSE @15T (3412300); TAP BØ -INST L/B C/O (DLS115L) 6022.1000; FUSE @6T (3412100); TAP AØ -INST SGL C/O ARM (ARD19C) 6011.1000 -INST XFMR BRKT (5135000) -INST (2) RIGID CLEVISES (INDNRC) 6015.1000 -TRANSFER EX OH TPX SVC'S -TRANSFER EX OH TPX SEC -TRANSFER EX OH QPX SVC'S -RM (2) EX DG'S (S) -INST 20” PLATE ANC (ANDP20) 6012.1000 (L=8' S) -INST 3/8" PRI & NEUT DG'S (GYD3SA)(GYD3SAN) 6013.0100 TO NEW ANC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 562578-144373 37.5kVA Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P03 562578-144373 37.5kVA 6212250 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 562578-144373 10kVA Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P03 562578-144373 15kVA 6212150 SITE PLAN 1 1" = 50' P01: 317273-167616 (Avg. Span = 215', Angle = 0°) GRID # INCORRECT IN FIELD -EX 45' CL 1, 1987 POLE TO BE REPLACED -INST 45' CL H2 (PD45H2) 6010.1000 -DEEP SET +2' DUE TO SLOPE -INST 3Ø PTP 336 ACSR (TAN313) 6033.1012 -TRANSFER 3Ø 336 ACSR PRI & 4/0 NEUT (NW/SE) -TRANSFER EX 15kVA 120/240V XFMR -RM EX RISER -REMOVE IDLE 350 UG TPX SVC; +-35' -CUT AT BASE OF POLE -ACTUAL 350 UG TPX REMOVED L=_______BATCH YEAR________ -ACTUAL TRENCH L=________ -RETIRE ON WO #108165183 -INST TEMP SVC TO ALPHA BOX -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED New pole at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER TRANSFER Company ID#: Primary phase connected to: Tested Secondary Voltage P01 317273-167616 15kVA UNITS OF PROPERTY - INSTALL ONLY CROSSARMS MATERIAL QTY DIST. WOOD DIST. FIBERGLASS DIST. STEEL DIST. OTHERS TRANS. WOOD TRANS. FIBERGLASS TRANS. STEEL TRANS. OTHERS UNITS OF PROPERTY - INSTALL ONLY LINE FIXTURES MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS UNITS OF PROPERTY - REMOVAL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS CROSSARMS MFP25003856 RESTORATION PER CITY OF RENTON STANDARDS SE 6TH ST 14010 14004 6501 14040 AØEHC985336.4 MCMACSRCBADESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP E. GOOD 253-325-1522 2/10/25 J. MEADOWS 832-482-5787 2/10/25 ... H. MORENO 703-623-8662 2/10/25 N/A SEE LIST MAP-13 REPL 9 POLES DISTRIBUTION POLE REPLACEMENT 15227 PINE DR, RENTON, WA 98058 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164583 AS NOTED 3 OF 4 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST MAP-13 SEE LIST . . . . . . . . . . . ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101164583SITE PLAN 4 1" = 50' P05: 317666-167904 (Avg. Span = 212', Angle = 0°) -EX 40' CL 4, 1956 POLE TO BE REPLACED -INST 45' CL H2 (PD45H2) 6010.1000 -DEEP SET +1' DUE TO CROSSWIND -INST 3Ø PTP 336 ACSR (TAN313) 6033.1012 -TRANSFER 3Ø 336 ACSR PRI & 4/0 ACSR NEUT (N/S) -RM EX 1Ø TERM & C/O -RM (2) RISERS -INST 2" RISER (RIS2CSS) 6042.1000 -INST 1Ø TERM & L/I C/O (TSU1L1) 6043.1000 (SW#T76549) -FUSE @100T (3412700); TAP AØ -TRANSFER 1Ø 1/0AL UG PRI (E); EXTEND AS REQ'D -ACTUAL 1Ø 1/0AL UG PRI ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -RM EX DBL BUSHING 37.5kVA 120/240V XFMR & C/O -INST 37.5kVA 120/240V XFMR & L/B C/O (TRFPXF) 6025.1000; TAP BØ -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER (2) OH TPX SVC'S -INST 3" RISER (RIS2CSS) 6042.1000 -TRANSFER 350 UG TPX SVC (W); EXTEND AS REQ'D -ACTUAL 350 UG TPX ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -TRANSFER ST LT (SLAJ2427) -INST TEMP POWER TO ALPHA BOX -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P05 317666-167904 37.5kVA Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P05 317666-167904 37.5kVA 6211300 SITE PLAN 3 1" = 50' P04: 317372-167912 GRID # MISSING IN FIELD -EX 30' CL 5, 1956 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -TRANSFER OH TPX SEC -RM EX RISER -INST 3" RISER (RIS3CSS) 6042.1000 -TRANSFER 350 UG TPX SVC (NE); EXTEND AS REQ'D -ACTUAL 350 UG TPX ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P04 317372-167912 30 5 1956 P05 317666-167904 40 4 1956 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P04 317372-167912 35 3 P05 317666-167904 45 H2 UNITS OF PROPERTY - INSTALL ONLY CROSSARMS MATERIAL QTY DIST. WOOD DIST. FIBERGLASS DIST. STEEL DIST. OTHERS TRANS. WOOD TRANS. FIBERGLASS TRANS. STEEL TRANS. OTHERS UNITS OF PROPERTY - INSTALL ONLY LINE FIXTURES MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS UNITS OF PROPERTY - REMOVAL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS CROSSARMS H4A: NEW SECONDARY PEDESTAL -INST 3-POS SEC PEDESTAL (SEPS3) 6050.1000 -RE-ROUTE EX UG TPX TO NEW PED SPAN NOTE: P04 TO H4A -INST 4/0 UG TPX +-35' -ACTUAL L = _________ -ACTUAL TRENCH L = _________ MFP25003856 This work is in unincorporated king county and will require approval from them for work in their ROW. 13707 25kVA 120/240V X95613 B25T DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP E. GOOD 253-325-1522 2/10/25 J. MEADOWS 832-482-5787 2/10/25 ... H. MORENO 703-623-8662 2/10/25 N/A SEE LIST MAP-13 REPL 9 POLES DISTRIBUTION POLE REPLACEMENT 15227 PINE DR, RENTON, WA 98058 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164583 AS NOTED 4 OF 4 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST MAP-13 SEE LIST . . . . . . . . . . . ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101164583 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P06 317772-167906 45 1 1959 P07 317806-167906 40 1 1956 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P06 317772-167906 45 H2 P07 317806-167906 45 2 SITE PLAN 5 1" = 50' P06: 317772-167906 (Avg. Span = 180', Angle = 0°) -EX 45' CL 1, 1959 POLE TO BE REPLACED -INST 45' CL H2 (PD45H2) 6010.1000 -DEEP SET +1' DUE TO CROSSWIND -INST 3Ø PTP 336 ACSR (TAN313) 6033.1012 -TRANSFER 3Ø 336 ACSR PRI & 4/0 ACSR NEUT (N/S) -INST 1Ø TAP #6CU (LAT115) 6031.5100 (SW# X95613) -FUSE @ 25T (3412400); TAP BØ -ROLL NEUT TO COMMON POSITION -TRANSFER 1Ø #6CU PRI & NEUT (E) -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER (2) OH TPX SEC'S -TRANSFER (2) OH TPX SVC'S -RM EX DG (W) -INST 3/8" PRI & NEUT DG'S (GYD3SA)(GYD3SAN) 6013.0100 TO EX ANC -INST ANC ROD EXTENSION (9997938) -TRANSFER ST LT (SLAF7516) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P07: 317806-167906 (Avg. Span = 123', Angle = 0°) -EX 40' CL 1, 1956 POLE TO BE REPLACED -INST 45' CL 2 (PD452) 6010.1000 -INST 3Ø PTP 336 ACSR (TAN313) 6033.1012 -TRANSFER 3Ø 336 ACSR PRI & 4/0 ACSR NEUT (N/S) -RM EX DBL BUSHING 15kVA 120/240V XFMR & C/O -INST 25kVA 120/240V XFMR & L/B C/O (TRFNXF) 6025.1000; TAP BØ -TRANSFER OH TPX SEC -TRANSFER ST LT (SLAF7519) -TRANSFER AMI ROUTER COLLECTOR (4200266) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P07 317806-167906 15kVA Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P07 317806-167906 25kVA 6211250 UNITS OF PROPERTY - INSTALL ONLY CROSSARMS MATERIAL QTY DIST. WOOD DIST. FIBERGLASS DIST. STEEL DIST. OTHERS TRANS. WOOD TRANS. FIBERGLASS TRANS. STEEL TRANS. OTHERS UNITS OF PROPERTY - INSTALL ONLY LINE FIXTURES MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS UNITS OF PROPERTY - REMOVAL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS CROSSARMS MFP25003856 12820 12923 AØAEW457 BØAEW458 CØAEW459 NE 1ST ST 156TH AVE SE336 ACSRDESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP E. GOOD 253-325-1522 2/10/25 J. MEADOWS 832-482-5787 2/10/25 ... H. MORENO 703-623-8662 2/10/25 N/A SEE LIST MAP-13 REPL 9 POLES DISTRIBUTION POLE REPLACEMENT 15227 PINE DR, RENTON, WA 98058 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164583 AS NOTED 4 OF 4 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST MAP-13 SEE LIST . . . . . . . . . . . ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101164583 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P08 317984-167909 45 2 2008 P09 318025-167931 35 5 1956 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P08 317984-167909 50 H1 P09 318025-167931 35 3 SITE PLAN 7 1" = 50' P09: 318025-167931 -EX 35' CL 5, 1956 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -TRANSFER OH TPX SEC -TRANSFER OH TPX SVC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED SITE PLAN 6 1" = 50' P08: 317984-167909 -EX 45' CL 2, 2008 POLE TO BE REPLACED -INST 50' CL H1 (PD50H1) 6010.1000 -DEEP SET + 2' DUE TO SLOPE -INST 3Ø DE 336 ACSR (DE3315) 6033.1042 -TRANSFER 3Ø 336 ACSR PRI & 4/0 ACSR NEUT (N) -RM EX 3Ø TERM & C/O'S -RM (2) EX RISERS -INST 6" RISER (RIS6CSS) 6042.1000 -INST 3Ø TERM & DISC.SW (TSU3DF1) 6043.1020 (SW#X10271) -TRANSFER 3Ø 750AL UG PRI (S); EXTEND AS REQ'D -ACTUAL 1Ø 750AL UG PRI ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER OH TPX SVC -INST 3" RISER (RIS3CSS) 6042.1000 -TRANSFER 4/0 UG TPX SVC (W); EXTEND AS REQ'D -ACTUAL 4/0 UG TPX ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -RM (2) EX DG'S (S) -INST 24” PLATE ANC (ANDP24) 6012.1000 (L=20' S) -INST DBL 3/8” PRI & 3/8" NEUT DG'S (GYDD3SA)(GYD3SAN) 6013.0100 TO NEW ANC -INST 20” PLATE ANC (ANDP20) 6012.1000 (L=15' S) -INST 7/16” PRI & 3/8" NEUT DG'S (GYD7SA)(GYD3SAN) 6013.0100 TO NEW ANC -TRANSFER ST LT (SLAS2600) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED MAPS AND RECORDS NOTE (P08): 13425 156TH AVE SE IS BEING FED BY AN OH TPX SVC COMING ROM P09. 13407 156TH AVE SE IS BEING FED BY AN OH TPX SVC COMING FROM 317892-167908 AND NOT P08. UNITS OF PROPERTY - INSTALL ONLY CROSSARMS MATERIAL QTY DIST. WOOD DIST. FIBERGLASS DIST. STEEL DIST. OTHERS TRANS. WOOD TRANS. FIBERGLASS TRANS. STEEL TRANS. OTHERS UNITS OF PROPERTY - INSTALL ONLY LINE FIXTURES MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS UNITS OF PROPERTY - REMOVAL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS CROSSARMS MFP25003856